resistance form- restorative dentistry (dr. joaquin masoud c. shafiee)

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    Obtaining the Resistance Form |

    Resistance Form

    Primary Resistance Form Definition:PrimaryResistance form is that shape and placement ofthe cavity walls to best enable both the tooth andrestoration to withstand, without fracture the

    stresses of Masticatory forces deliveredprincipally along the long axis of the tooth.

    Resistance form is the design of a cavity in such away that the remaining tooth substance and the

    restorative material can withstand masticatorystress.

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    To achieve this ,the prepared cavity

    should possess the following 6

    attributes discussed below: Flat Floor

    Adequate bulk of the restorative material

    Absence of weak cusps or marginal ridges

    Occlusal cavity margins in areas not subjected toexcessive occlusal trauma . In practice one-quarter (1/4) of the intercuspal width

    Flat floor at right angles to the line of stress Walls of the cavity parallel to the direction of the

    stress

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    1) Flat floor: A flat pulpal floor should be

    given while the cavity is being prepared to

    avoid unwanted stresses and forces on the

    pulpal floor.

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    2) Adequate bulk of the restorative

    material:

    Bulk of the material should be 1.5-2mm theprepared cavity should be deep enough to

    take adequate bulk of the restorative material

    capable of withstanding masticatory stress.

    The bulk required will depend on the flexural

    strength of restorative material

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    . In the case of amalgam it is estimated that a

    minimum of 1.5-2mm thickness of the

    restorative material is required to withstand

    masticatory stress.

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    3) Absence of weak cusps or marginal

    ridges:

    After cavity preparation, the tooth should notbe left with any weak cusps or marginal ridges.Any weak cusp must be removed and restored

    with a metallic restorative material, such as silveramalgam or dental gold. If a marginal ridge isfound to be too weak in the cause of an occlusalcavity preparation, a Class II cavity may have to

    be prepared instead, so as to eliminate the weakmarginal ridge.

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    This is particularly indicated where the ridge is

    only of enamel thickness and unsupported by

    sound dentine

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    4) Occlusal cavity margins in areas not

    subjected to excessive occlusal

    trauma . In practice one-quarter (1/4)of the intercuspal width

    The cavity should be designed that the occlusalmargins of the cavity are in areas not subjected toexcessive occlusal trauma, otherwise the enamel

    wall of the cavity and/or the margins of therestorative material may fracture

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    . In practice, this may be achieved by placing

    an occlusal margins of a cavity about one-

    quarter (1/4) of the intercuspal distance.

    Note, that efforts should always be made to

    conserve sound tooth tissue.

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    5) Flat floor at right angles to the line of

    stressThe floor of prepared cavity should beflat and right angles to the line of occlusal

    stress, which is usually in the direction of long

    axis of the tooth. Sound tooth tissue should,

    however, not be removed simply to obtain a

    flat pulpal floor of prepared cavity

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    6) Walls of the cavity parallel to the direction

    of the stressTo achieve this , the walls of thecavity are prepared parallel to the

    corresponding tooth surfaces.

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    Fundamental principles involved to

    Obtain Primary Resistance Form are:

    Box shape or mortise shaped with flat floor, whichhelps the tooth to resist occlusal loading by virtue ofbeing at right angles to the forces of mastication.

    Slightly curved than acute line angles decrease thestress concentration of stresses and hence reduce theincidence of fracture.

    Conservation of strong cusps and ridges with sufficientdentin support.Weakened areas should be included incavity preparation to prevent fractures (capping of theweakened cusps).

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    To provide enough thickness of restorative

    material to prevent fracture under load.

    Slight roundening of the line angles to prevent

    stress concentration.

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